ESBD_369237_1723567696882_23-1061-42a2 PVAMU-MSC Roof Replacement.pdf

SSC Services for Education

Facilities Services Revised 12/2017

File: Documents / 06 Bid & Awards / Bid Package

Project Title: MSC Roof Waterproofing Project

Project #: PV-0690

Bldg. Name: Willie A. Tempton Memorial Student Center

ADDENDUM #02- Dated 08/09/2024

The following items have been amended:

Contractor shall incorporate the following additions, deletions and clarifications into the proposal for this project to be submitted by 2:00 P.M., 08/27/2024, ATTN: Cortney Foster, 580 Ann Preston St. Prairie View, TX 77446

Contractor shall acknowledge receipt and consideration of this Addendum No. 2 on the Proposal Form.

The addendum serves to clarify, revise, and supersede information in the Project Manual, the Drawings, and previously issued

Addenda. The following additions, deletions and clarifications shall be made part of the plans and specifications for this project:

1. Schedule change as follows:

Pre-Proposal Meeting – Physical Plant Administration Building 580 Anne Preston Street, Prairie View, TX -

7/30/2024, 9:00 AM

Deadline for Questions 8/07/2024, 5:00 PM Deadline for Addenda (Min.10 business days prior to proposal) 8/09/2024, 5:00 PM

Deadline for Receipt of Proposals 8/27/2024, 2:00 PM Deadline for Receipt of HSP (Part 4) 8/27/2024, 2:00 PM Public Proposal Opening – Physical Plant Administration Building 580 Anne Preston Street, Prairie View, TX - Conf. Rm. 105

8/30/2024, 3:30 PM

Evaluation of Proposals Completed 10 days Award of Contract 10 days

2. Revised CSP Part-1 Scope of work to include updated roof installation on Roof area J to accommodate exhaust fans from the kitchen below as shown as Base Proposal 3.

08/09/2024

Armko Industries, Inc.

Texas Registered Engineering Firm

F-006498

Revised 12/2017

File: Documents / 06 Bid & Awards / Bid Package

3. Question: Scuppers – There are shown to be scuppers on roof section H, but in person, there are no scuppers on this roof section. Can you please verify all scupper locations?

Answer: Scuppers and locations revised on the roof plan.

4. Question: All existing scuppers are overflow scuppers and need to be enlarged correct? Right now it makes it seem like there are only 6 to be enlarged due to the number 2 only pointing to specific ones.

Answer: Specific note added to each scupper on the roof plan.

5. Question: Can you confirm if we will, or will not, be resealing the control joints on the walls? If so, can you verify if we are doing any/all of them on the entire building, or just in specific areas?

Answer: All vertical sealant joints from one roof area to the next roof area are

6. Question: What are we doing with the sealant joint at the inside CMU to EIFS areas and the expansion joint that goes down the wall from roof section G to J.

Answer: Sealant joint is shown as a specific note to the contractor.

7. Question: Shouldn’t there be an expansion joint that goes along the entire wall from roofs F to L?

Answer: Expansion joint in the field and the wall expansion joint is now shown on the roof plan attached.

8. Question: Do we have any update on parking? Will College Station campus permits allow us to park onsite? If not, what will the cost for parking be that we need to figure in?

Answer: At this time each contractor should plan on parking passes specifically for Prairie View A&M University. Parking typically allows 30-day passes.

END OF ADDENDUM #02

SSC Service For Education

Revised 02/2024

Page - 1 of 9

REQUEST FOR COMPETITIVE SEALED PROPOSALS

SECTION 00 21 00

INSTRUCTIONS

For SSC Services for Education

Prairie View A&M University – Prairie View, TX

Project No.: PV-0690

Date: 07/08/2024

Page - 2 of 9

Table of Contents

Instructions for Proposals

Proposal Form and Pricing Schedule (Part 1)

Technical Proposal (Part 2)

Safety, Risk Assessment & Quality Control (Part 3)

HUB Subcontracting Plan (Part 4)

Sample Master Agreement Contract - Appendix A

UGSC

Special Conditions

Contractor Submittal Checklist

(Please use this checklist to ensure all the proper documents are provided)

Are parts 1-4 complete?

Is part 1 executed in ink?

Is submittal addressed correctly?

Is submittal on time?

Is submittal (hard copy and Flash Drive) properly labeled?

Is submittal in sealed envelopes?

Signed the HUB Subcontracting Plan?

Signed the proposal?

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SSC SERVICES FOR EDUCATION

INSTRUCTIONS FOR COMPETITIVE SEALED PROPOSALS

SECTION 00 21 00

1.0 GENERAL:

1.1 SSC Services for Education (SSC) as Owner Designated Representative (ODR) for Prairie

View A&M University – Prairie View, TX is requesting Competitive Sealed Proposals (CSP) from general construction contractors.

1.2 All data submitted with a Proposal, except as noted herein, is deemed to be part of the

Contract.

1.3 Purchases made for State of Texas use are exempt from the State Sales tax and Federal

Excise tax. Do not include tax in bid. Excise Tax Exemption Certificates are available upon request.

1.4 Payment for work performed will be in accordance with the SSC Uniform General and

Supplementary Conditions ("UGSC"). The UGSC will not be changed.

1.5 Proposal documents will be available via a Web Based file sharing program in a PDF format. All printing is the responsibility of the bidder.

2.0 RECEIPT OF PROPOSALS:

2.1 The review and approval of the CSP process is a multi-step process that requires variable amounts of time. Responders are advised that these projected dates may change as required.

Pre-Proposal Meeting – Physical Plant Administration Building

580 Anne Preston Street, Prairie View, TX -

7/30/2024, 9:00 AM

Deadline for Questions 8/07/2024, 5:00 PM

Deadline for Addenda (Min.10 business days prior to proposal) 8/09/2024, 5:00 PM

Deadline for Receipt of Proposals 8/27/2024, 2:00 PM

Deadline for Receipt of HSP (Part 4) 8/27/2024, 2:00 PM

Public Proposal Opening – Physical Plant Administration

Building

580 Anne Preston Street, Prairie View, TX - Conf. Rm. 105

8/30/2024, 3:30 PM

Evaluation of Proposals Completed 10 days

Award of Contract 10 days

2.2 Location: Proposals are to be received at the office of the Owners Designated

Representative:

Cortney Foster

Physical Plant Administration Building

580 Anne Preston Street

Prairie View, TX. 77446

Page - 4 of 9

3.0 INFORMATION INQUIRIES:

3.1 Questions regarding the proposal process should be directed:

Cortney Foster, Project Manager

Cortney.Foster@sscserv.com, 936-234-6543

3.2 Inquiries regarding the technical aspects of the Construction Documents shall be directed to:

Dennis Leifrig, IIBEC, CIT-1

Armko Industries, Inc.

dleifrig@armko.com

832-922-9232

3.3 Inquiries regarding the HUB documents shall be directed to:

Greg Iacopetti

936-261-1902 solicitations@PVAMU.EDU

4.0 DISCREPANCIES AND INTERPRETATIONS:

4.1 Notify the ODR and A/E, in writing, at least ten (10) business days prior to the scheduled

Proposal opening date, if discrepancies, ambiguities or omissions are found in the

Proposal/Construction documents, or if further information or interpretation is desired.

4.2 Answers will be provided in addenda format. All provisions and requirements of such addenda will supersede or modify affected portions of the Proposal documents. All addenda will be incorporated in and bound with the Contract Document. No other explanation or interpretation will be considered binding. Notice of Addenda are posted on the Texas Smart Buy website on the original project posting. Any additional documentation needed will be uploaded to e-Builder on the same original link shown on the Notice of Project.

5.0 SUBMITTAL CONTENT & PROCEDURE:

5.1 Contents

Proposal Form & Pricing Schedule (Part 1, Section 00 42 13) o Base Proposal & Alternates o Construction Time

Technical Proposal (Part 2, Section 00 45 16) o Company Information & History o Experience & Qualifications o Ability & Qualifications of Professional Personnel o Project Approach & Methodology o List of Subcontractors

Safety, Risk Assessment & Quality Control (Part 3, Section 00 45 17) o Safety Program

Page - 5 of 9 o Site Specific Risk Assessment o Quality Control Program

HUB Subcontracting Plan (Part 4)

Refer to HUB Subcontracting Plan (see separate attachment) for information and requirements (refer back to 3.3 for Inquiry information).

5.2 Procedure

5.2.1 Submit Parts 1-3 as (1) hard copy in a sealed envelope clearly labeled “CSP

Submission for Project Number PV-0690 Parts 1-3” with Respondent’s Company

Name clearly identified on the outside.

5.2.2 Submit Part 4 (HUB Subcontracting Plan) in a separate sealed envelope clearly labeled “HUB Subcontracting Plan for Project Number PV-0690 with respondent’s

Company Name clearly identified on the outside.

5.2.3 Submit (1) digital copy in .pdf format of Parts (1-4) on a flash drive, which is to be included in sealed envelope containing Part 4.

5.2.4 ALL Parts (1-4) and flash drive are to be submitted by deadline as set forth in 2.1.

THE ODR IS NOT RESPONSIBLE FOR DOCUMENTS THAT CANNOT BE READ OR

CONVERTED. UNREADABLE PROPOSALS MAY BE, AT ODR’S SOLE DISCRETION,

REJECTED AS NONRESPONSIVE.

5.3 If the Proposal and all parts are submitted by mail, the address is:

Physical Plant Administration Building

580 Anne Preston Street

Prairie View, TX. 77446

ATTN: Cortney Foster

“PROPOSAL ENCLOSED”

5.4 Delivery of all Proposal parts prior to the advertised deadline(s) is the sole responsibility of the respondent.

6.0 PREPARATION OF COMPETITIVE SEALED PROPOSAL:

6.1 The Proposal must be based on conditions at the project site, the bidding documents and any addenda issued.

6.2 The Proposal, Part 1 must be authoritatively executed in ink and submitted on the

Proposal Form.

6.3 A Proposal showing omissions, alterations, conditions, or carrying riders or qualifications which modify the Proposal Form & Pricing Schedule (00 42 13) will be rejected as irregular.

6.4 Only one Part 1 Proposal shall be submitted. If two or more Part 1 Proposals are submitted, either in one envelope or in separate envelopes, such multiple Proposals may be subject to rejection.

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6.5 Proposal amounts may not be amended or modified in any manner after the time set for deadline for receipt of Proposals. After all Proposals are publicly opened, but before they are read aloud, they will be examined by the presiding official to determine if they are in proper form and properly signed. Proposals which are illegible or incomplete will not be read, nor will the Proposal prices be revealed.

6.6 A respondent will receive no compensation or reimbursement of expenses incurred in the preparation of a Competitive Sealed Proposal submission.

6.7 All respondents are strongly urged to attend Pre-Proposal Conferences. Respondent attendance may be included as part of evaluation.

6.8 Proposals received after the advertised time for deadline for receipt of Proposals will be ineligible and will be returned unopened.

6.9 The ODR reserves the right to reject any or all Proposals at any time prior to award.

7.0 PUBLIC INFORMATION AND NOTICE OF CONFIDENTIALITY:

7.1 The ODR considers all Proposal information, documentation and supporting materials submitted in response to these instructions to be non-confidential and/or non-proprietary in nature, and therefore, shall be subject to the public disclosure under the

Texas Public Information Act (Texas Government Code, Sec. 552.001 et seq.) after the award of the contract. Portions of the respondent’s Technical Proposal which contains trade secrets or other proprietary data which must remain confidential shall be identified as below:

7.1.1 Mark the cover sheet of the Technical Proposal with the following phrase: “This

Proposal includes data that shall not be disclosed outside of ODR and the A/E design team and shall not be duplicated, used or disclosed in whole or in part for any purpose other than to evaluate this Proposal.”

7.1.2 Mark each sheet and specific data on that sheet that the respondent wishes to restrict with the following phrase: “Use or disclosure of this specifically marked data is subject to the restrictions regarding confidentiality cited on the cover sheet of this Proposal.”

8.0 RESPONDENT REQUIREMENTS:

8.1 The ODR may make such investigations as necessary to determine the ability of the respondent to perform the Work, and the respondent shall furnish any requested information data including an audited financial statement within five (5) days of the

Proposal Opening. The ODR reserves the right to reject any Proposal if the evidence submitted by, or investigation of, such respondent fails to satisfy the ODR that this respondent is properly qualified to complete the Work. Any false statements or omissions will automatically disqualify applicants from consideration.

8.2 Each respondent submitting a Proposal must be prepared to furnish the firm’s State

Comptroller Vendor Identification Number, or the date on which an application was submitted. Contract payments to the successful respondent are contingent on submittal of this identification number and on having a current Form W-9 on file with SSC.

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8.3 Respondents must be in a “Taxpayer is not on Vendor Hold” status with the Texas State

Comptroller’s Office in order to be awarded the contract. Respondent certifies this with the submittal of a properly executed proposal. Ref: Texas Comptroller of Public Accounts

Taxpayer and Vendor Information. http://mycpa.cpa.state.tx.us/coa/search.do.

8.4 As required by Chapter 231 Texas Family Code, a Proposal for a contract to be paid from state funds must include the name and social security number of the sole proprietor, each partner, shareholder or owner with an ownership interest of a least 25 percent of the business entity submitting the Proposal.

8.5 The Texas Family Code requires each Proposal to include the following statement: “Under

Section, 231.006, Family Code, the vendor or applicant certifies that the individual or business entity named in this contract Proposal or application, is not ineligible to receive the specified grant, loan or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate.” Respondent agrees with this certification statement upon submittal of a properly executed Proposal.

9.0 OWNERSHIP OF THE COMPETITIVE SEALED PROPOSAL:

9.1 Submitted Proposals, documentation and supporting materials shall become the property of the ODR.

10.0 SITE INVESTIGATION:

10.1 It is the responsibility of each respondent to examine the project site, existing improvements and adjacent property and be familiar with existing conditions before submission of a Proposal.

10.2 After investigating the project site and comparing the Drawing and Specifications with the existing conditions, the respondent should immediately notify the ODR, in accordance with paragraph 4.0 of these Instructions for Competitive Sealed Proposals, of any conditions for which requirements are not clear, or about which there is any question regarding the extent of the Work involved.

10.3 Should the successful respondent fail to make the required investigation and should a question arise later as to the extent of the Work involved in any particular case, after receiving recommendations from the A/E, the ODR will make the proper interpretation of the Contract Documents.

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11.0 CSP EVALUATION SCORING GUIDELINES:

11.1 Proposals will be opened publicly.

11.2 Proposals will be evaluated by the ODR/Owner and others as determined by SSC. The criteria for evaluation and selection of the successful respondent for this award will be based upon the factors listed below with the corresponding percentage of weighting:

Base Proposal Amount & Alternates 51%

Construction Time 10%

Technical Proposal 24% o Company Information & History o Experience & Qualifications o Ability & Qualifications of Professional Personnel o Project Approach & Methodology o List of Subcontractors

The following will be rated as Pass or Fail. Pass = 5%, Fail =0%

Litigation & Claims 5% o Project incompletion, judgements/claims/lawsuits

Safety, Risk Assessment & Quality Control 5% o Safety Program o Site Specific Risk Assessment o Quality Control Program

Quality Control 5%

HUB Subcontracting Plan

Missing, incomplete, or late submission of HUB Subcontracting Plan will result in disqualification of entire submission.

12.0 CONTRACT AWARD PROCESS

12.1 After opening the HUB submissions and determining that each submission is qualified the

Proposals pricing is read publicly. Afterwards, the ODR/Owner, A/E & others as determined by SSC will evaluate and rank each Proposal with respect to the published selection criteria described under Section 11. After opening and ranking, an award may be made on the basis of the initially submitted Proposal, without discussion, clarification or modification, or the ODR may discuss with the selected respondent, offers for cost adjustment and other elements of the Proposal. Other than the data read at the Proposal opening, the ODR shall not disclose any information derived from the Proposals submitted by competing firms in conducting such discussions.

Page - 9 of 9

12.2 If the ODR/Owner determines that it is unable to reach a satisfactory agreement with the first ranked respondent, the ODR will terminate discussions with that respondent. The

ODR will then proceed with negotiations with each successive respondent as they appear in the order of ranking until an agreement is reached, or until the ODR has rejected all

Proposals. After termination of discussions with any respondent, ODR will not resume discussions with that respondent.

12.3 Following the ODR/Owner approval of the order of ranking of respondent and the ODR contract award or Proposal rejection action, the respondents may be notified via email of which firm has been selected.

12.4 The ODR/Owner reserves the right to accept or reject any or all alternates or to accept any combination of alternates considered advantageous.

12.5 The award or rejection action regarding the Proposal is at the sole discretion of the

ODR/Owner and the ODR makes no warranty regarding this Proposal that a contract will be awarded to any respondent.

12.6 The ODR agrees that if the Contract is awarded, it will be awarded to the respondent offering the best value to the Owner. The ODR/Owner is not bound to accept the lowest priced Proposal if that Proposal is judged not to be the best value for the Owner, as determined by the ODR/Owner.

12.7 SSC Agreement

If applicable, provide comments pertaining to SSC’s Sample Master Agreement Contract

(attached as Appendix A).

NOTE: SSC will not make significant changes to its Master Agreement Contract. Minor changes may be considered, SSC will not guarantee acceptance of such changes.

END OF SECTION

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Projects over $100,000

Page - 1 of 7

SSC SERVICES FOR EDUCATION

COMPETITIVE SEALED PROPOSAL

PART 1

PROPOSAL FORM & PRICING SCHEDULE

SECTION 00 42 13

Prairie View A&M University – Prairie View, TX

Project No.: PV-0690 doing business as

Business Name (Corporation, Partnership or Individual) hereby proposes to furnish and install all work required by the Contract Documents that includes, SSC Uniform

General and Supplementary Conditions ("UGSC"), SSC Special Conditions, the Drawings, the Project

Manual/Specifications and any Addenda issued prior to the Proposal.

The "Total Contract Cost" shall include the cost of delivery, insurance, bonds, taxes, labor, materials, supervision, overhead, profit, incidentals and the use of all equipment and tools required to complete the work. The proposed Contract Cost, indicated in the Pricing Schedule included shall constitute full compensation for work required by the Contract Documents and the Addenda.

The RESPONDENT certifies that this proposal is made in good faith, without collusion or connection with any other person or persons offering a proposal for the same work, and that it is made in pursuance of and subject to all the terms and conditions of the Construction Documents for the work to be accomplished, all of which have been examined by the RESPONDENT.

All work required by the Contract Documents and enumerated in the Pricing Schedule included, whether specifically mentioned, included by implication or appurtenant thereto, shall be performed by the

RESPONDENT, irrespective of whether it is named in the Pricing Schedule.

The Proposal will remain subject to acceptance for 90 calendar days after submittal, or for such longer time as the RESPONDENT may agree to in writing upon request by the Owners Designated Representative

(ODR).

The RESPONDENT will submit a construction schedule and execute the contract within 10 business days after notification of contract award.

Proposal amounts must be shown in both written words and figures. In case of discrepancy, the amount shown in words will govern.

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 2 of 7

DESCRIPTION TOTAL PRICE

Contractor must list an amount for each line item as required for the scope of this project OR bid will be disqualified for being incomplete. Blank division entries are acceptable if the division is not in the scope of work.

Division 01 - General Requirements

Division 02 - Existing Conditions

Division 03 - Concrete

Division 04 - Masonry

Division 05 - Metals

Division 06 - Wood, Plastics and Composites

Division 07 - Thermal and Moisture Protection

Division 08 - Openings

Division 09 - Finishes

Division 10 - Specialties

Division 11 - Equipment

Division 12 - Furnishings

Division 13 - Special Construction

Division 14 - Conveying Equipment

Division 21 - Fire Suppression

Division 22 - Plumbing

Division 23 - Heating, Ventilating, and Air Conditioning (HVAC)

Division 25- Integrated Automation

Division 26 - Electrical

Division 27 - Communications

Division 28 - Electronic Safety and Security

Division 31 - Earthwork

Division 32 - Exterior Improvements

Division 33 - Utilities

Division 34 - Transportation

Division 44 - Pollution Control Equipment

Division 45 - Industry-Specific Manufacturing Equipment

BASE PROPOSAL AMOUNT

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 3 of 7

ITEM NO. 1 - BASE PROPOSAL - MSC BUILDING

Work shall include all labor and materials to provide a new SPF roof system on Roof Areas A, B, C, E, F, G, H, L, M, N, P of the Willie A. Tempton Sr. Memorial Student Center Building. All roof areas are to be taken down to existing sloped metal roof deck. Contractor to verify roof deck and insulation at all locations.

Contractor to flute fill existing sloped metal roof deck, trimming excess SPF foam level with top of the metal flute and prime prior to follow-up layer. Roof is not considered “in the dry” till first full layer of foam is installed.

Contractor to install the new 3.5lb density SPF or as required for the impact protection system as per manufacturer requirements and install R-25 insulation, in multiple lifts of foam, with a minimum lift thickness of 1-inch to all areas and paying attention to drainage to roof drainage. All abnormalities in the foam will be repaired prior next layer of SPF being installed. ALL deficiencies will be corrected and repaired daily.

Install minimum of 50-mils of polyurea impact protection to entire roof system with spot checks daily to ensure system meets specifications prior to final walk and slit samples.

Install multiple coats of silicone solids coating to achieve 30-mils, minimum, with base coat a contrasting color to the topcoat. Aggregate will be broadcast in the final coating.

Contractor to install contrasting color granule as broadcast media as walkways and around mechanical units.

Sesco- Rainbow granule mix.

All sheet metal copings, counter flashings, pipe bonnets and slip flashings are to be new stainless or Kynar where they occur. Any parapet coping cap will be standing seamed metal design with a 1-inch vertical joint and hem.

Raise all existing roof hatches to maintain minimum 8-inches of flashing height. Prep and clean, prime where needed, and aluminize all roof hatches.

Raise existing thru-wall flashings, as required, at all block, brick and EIFS wall surfaces. New waterproofing membrane, stainless steel thru-wall pan are required. All brick surfaces are required to have a 3-course brick removal to install required system, Block walls are require to have 1 course and EIFS wall surfaces are required to be cut 4-inches higher than thru-wall location and repair and replace all required EIFS wall systems. New paint on entire EIFS wall surface is required matching existing paint surface.

Raise all curb flashings to a height of ten inches (10") above finished roof surface where needed.

Contractor to install PVC clad metal receiver at 10-inches for base flashing termination, attached to existing

3/4-inch plywood at parapet walls and install new PVC KEE membrane, adhered, up to existing stone coping sill pan and receiver. Membrane to be hot air welded at clad receiver and termination bar fastened at 12-inches O.C. Install new stainless-steel coping at both conditions allowing the roofing system to be terminated correctly.

Contractor to raise existing door threshold and install sill pan flashing, tying into adjacent thru-wall flashing.

Contractor will be required to cut existing metal door and install new weather sweep.

Remove and replace existing roof access ladders to incorporate new O’Keeffe 503-A style roof access ladders to meet all OSHA requirements. No penetration should fasten through the roof surface to maintain water tightness. Remove all vertical penetrations through the roof surface.

Extend existing soil pipes to a height of eight inches (8") above finished roof surface where needed.

Install splash blocks, where necessary, to minimize erosion of aggregate in topcoat from downspouts and gutters from above that are not in contract. Stainless steel metal splash blocks at roof level and concrete splash blocks in a bed of sand sloping away from the building at grade.

Clean, wire brush, treat for rust and paint with aluminized paint each drain bowl assembly and replace any assembly that has missing or broken pieces.

Install roof drain clamping rings in a full bed of sealant compatible and recommended by the material manufacturer. Install drain bowl strainer.

Remove, repair if needed, replace, and recertify lightning protection across all roof areas, connecting anything that is not currently connected and grounded. Certification letter shall be given as part of the close-out documents. Bonded Electric is the requested lightning protection company to perform the work.

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 4 of 7

All measurements and core information are the responsibility of the Contractor for bidding purposes.

Provide a manufacturer’s twenty (20) year foam blister proof and leak proof warranty.

Provide a five (5) year Contractor’s warranty.

All mechanical, electrical, plumbing disconnections shall be the responsibility of the contractor. This is considered a turn-key project, Prairie View A&M is to furnish nothing. All work is the responsibility of the contractor.

All installation shall be per NRCA, SPRI, ES-1, ASCE 7-16, the specifications and manufacturer's guidelines.

ITEM NO. 2 - BASE PROPOSAL 1- MSC BUILDING

Work shall include all labor and materials to provide a new Mulit-ply PVC roofing system on Roof Area J of the Willie A. Tempton Sr. Memorial Student Center Building. Roof areas are to be taken down to existing metal roof deck. Contractor to verify roof deck and insulation at all locations.

Contractor to install minimum insulation thickness to match height of the wood blocking at the edge condition allowing drainage to existing roof drains as well as gutter and downspout system where they occur.

Install 1-layer of tapered polyisocyanurate insulation, mechanically attached to existing metal roof deck.

Install 1-layer of ½-inch gypsum cover board set in ribbons on adhesive per manufacturer approved assembly requirements.

Install 1-layer of 90-mil (nom) smooth sanded base sheet, torch applied.

Install 1-layer of 60-mil (min) PVC KEE fleeceback membrane set in adhesive per manufacturer requirements and assembly meeting local codes.

All sheet metal copings, counter flashings, pipe bonnets and slip flashings are to be new stainless or Kynar where they occur. Any parapet coping cap will be standing seamed metal design with a 1-inch vertical joint and hem. Utilize Kynar coated metals where visible from the ground and at Parapet coping caps. Owner to select color of Kynar metals.

Raise all existing roof hatches to maintain minimum 8-inches of flashing height. Prep and clean, prime where needed, and aluminize all roof hatches.

Raise existing thru-wall flashings, as required, at all block, brick and EIFS wall surfaces. New waterproofing membrane, stainless steel thru-wall pan are required. All brick surfaces are required to have a 3-course brick removal to install required system, Block walls are require to have 1 course and EIFS wall surfaces are required to be cut 4-inches higher than thru-wall location and repair and replace all required EIFS wall systems. New paint on entire wall surface is required matching existing paint surface.

Raise all curb flashings to a height of ten inches (10") above finished roof surface where needed.

Contractor to install new PVC KEE membrane, adhered, up to existing stone coping sill pan and receiver.

Membrane to have termination bar fastened at 12-inches O.C. Install new stainless-steel coping at termination bar.

Extend existing soil pipes to a height of eight inches (8") above finished roof surface where needed. Utilize manufacturer premanufactured PVC penetration boots. No field wraps are allowed.

Clean, wire brush, treat for rust and paint with aluminized paint each drain bowl assembly and replace any assembly that has missing or broken pieces.

Install roof drain clamping rings with new stainless-steel nuts, bolts and washers.

Remove, repair if needed, replace, and recertify lightning protection across all roof areas, connecting anything that is not currently connected and grounded. Certification letter shall be given as part of the close-out documents. Bonded Electric is the requested lightning protection company to perform the work.

All measurements and core information are the responsibility of the Contractor for bidding purposes.

Provide a manufacturer’s twenty (20) year NDL with no limitation of repair cost to the owner.

Provide a five (5) year Contractor’s warranty.

All mechanical, electrical, plumbing disconnections shall be the responsibility of the contractor. This is considered a turn-key project, Prairie View A&M is to furnish nothing. All work is the responsibility of the

All installation shall be per NRCA, SPRI, ES-1, ASCE 7-16, the specifications and manufacturer's guidelines.

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 5 of 7

ITEM NO. 3 - BASE PROPOSAL 1- MSC BUILDING

Work shall include all labor and materials to provide a new Mulit-ply PVC roofing system on Roof Areas K, Q, R, S, T, and U of the Willie A. Tempton Sr. Memorial Student Center Building. Roof areas are to be taken down to existing metal roof deck. Contractor to verify roof deck and insulation at all locations.

Contractor to install minimum insulation thickness to match height of the wood blocking at the edge condition allowing drainage to existing roof drains as well as gutter and downspout system where they occur.

Install 1-layer of tapered polyisocyanurate insulation, mechanically attached to existing metal roof deck.

Install 1-layer of ½-inch gypsum cover board set in ribbons on adhesive per manufacturer approved assembly requirements.

Install 1-layer of 90-mil (nom) smooth sanded base sheet, torch applied.

Install 1-layer of 60-mil (min) PVC KEE fleeceback membrane set in adhesive per manufacturer requirements and assembly meeting local codes.

Install new, matching, Kynar coated metal goose neck covers at all canopy support structures.

Install new OMG Speedtite retrofit drains with vortex breaker at all canopy roof drain conditions. Install new aluminum strainers as required.

Install new gutter and downspout system, matching existing gutter and downspout sizes along with new straps and hangers as required.

Install new Kynar coated edge metal with continuous galvanized cleat at all locations. Owner to select color of Kynar metal. All other metal structures outside the roofing assembly is not to be damaged or touched.

The amount for the complete construction of MSC Roof Waterproofing Project, including all general, plumbing, mechanical, and electrical work indicated on the drawings by Armko Industries, Inc. dated 7/8/2024:

PRICING INCLUDES ITEM1, ITEM 2, ITEM 3 ONLY

BASE AMOUNT: Dollars $

Calendar Days

ITEM NO. 4 - ALTERNATE PROPOSAL 1- MSC BUILDING

Work shall include all labor and materials to provide a new Multi-ply PVC roof system on Roof Areas A, B, C, E, F, G, H, J, L, M, N, P of the Willie A. Tempton Sr. Memorial Student Center Building. All roof areas are to be taken down to existing sloped metal roof deck. Contractor to verify roof deck and insulation at all locations.

Contractor to install a R-25(min) roofing system with a starting layer of 2.2-inch polyisocyanurate insulation layer mechanically attached to the existing sloped metal roof deck.

Install a second layer of 2.2-inch polyisocyanurate insulation, adhered to previous layer per manufacturer assembly requirements.

Contractor to install a ½-inch gypsum coverboard on all areas, applied in accordance with the manufacture’s requirements and in low-rise foam adhesive.

Contractor to install a 90-mil (nom) SBS smooth sanded inter-ply sheet, torch applied in field of roof and self-adhered at curbs to prevent possible wood curb torching.

Install 1-layer of 60-mil (min) PVC KEE fleeceback membrane set in adhesive per manufacturer requirements and assembly meeting local codes.

All sheet metal copings, counter flashings, pipe bonnets and slip flashings are to be new stainless or Kynar where they occur. Any parapet coping cap will be standing seamed metal design with a 1-inch vertical joint and hem. Utilize Kynar coated metals where visible from the ground and at Parapet coping caps. Owner to select color of Kynar metals.

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 6 of 7

Raise all existing roof hatches to maintain minimum 8-inches of flashing height. Prep and clean, prime where needed, and aluminize all roof hatches.

Raise existing thru-wall flashings, as required, at all block, brick and EIFS wall surfaces. New waterproofing membrane, stainless steel thru-wall pan are required. All brick surfaces are required to have a 3-course brick removal to install required system, Block walls are require to have 1 course and EIFS wall surfaces are required to be cut 4-inches higher than thru-wall location and repair and replace all required EIFS wall systems. New paint on entire wall surface is required matching existing paint surface.

Raise all curb flashings to a height of ten inches (10") above finished roof surface where needed.

Contractor to install new PVC KEE membrane, adhered, up to existing stone coping sill pan and receiver.

Membrane to have termination bar fastened at 12-inches O.C. Install new stainless-steel coping at termination bar.

Contractor to raise existing door threshold and install sill pan flashing, tying into adjacent thru-wall flashing.

Contractor will be required to cut existing metal door and install new weather sweep.

Remove and replace existing roof access ladders to incorporate new O’Keeffe 503-A style roof access ladders to meet all OSHA requirements. No penetration should fasten through the roof surface to maintain water tightness. Remove all vertical penetrations through the roof surface.

Extend existing soil pipes to a height of eight inches (8") above finished roof surface where needed. Utilize manufacturer premanufactured PVC penetration boots. No field wraps are allowed.

Install splash blocks, where necessary, to minimize erosion of aggregate in topcoat from downspouts and gutters from above that are not in contract. Stainless steel metal splash blocks at roof level and concrete splash blocks in a bed of sand sloping away from the building at grade.

Clean, wire brush, treat for rust and paint with aluminized paint each drain bowl assembly and replace any assembly that has missing or broken pieces.

Install roof drain clamping rings with new stainless-steel nuts, bolts and washers.

Remove, repair if needed, replace, and recertify lightning protection across all roof areas, connecting anything that is not currently connected and grounded. Certification letter shall be given as part of the close-out documents. Bonded Electric is the requested lightning protection company to perform the work.

All measurements and core information are the responsibility of the Contractor for bidding purposes.

Provide a manufacturer’s twenty (20) year NDL with no limitation of repair cost to the owner.

Provide a five (5) year Contractor’s warranty.

All mechanical, electrical, plumbing disconnections shall be the responsibility of the contractor. This is considered a turn-key project, Prairie View A&M is to furnish nothing. All work is the responsibility of the

All installation shall be per NRCA, SPRI, ES-1, ASCE 7-16, the specifications and manufacturer's guidelines.

The amount for the complete construction of MSC Roof Waterproofing Project, including all general, plumbing, mechanical, and electrical work indicated on the drawings by Armko Industries, Inc. dated 7/8/2024:

PRICING INCLUDES ITEM 4 ONLY

Alternate Total: Dollars $

Calendar Days

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 7 of 7

UNIT PRICE PROPOSAL:

1. Remove and replace deteriorated metal decking: $ per sqft

2. Remove and replace deteriorated wood blocking: $ per Lnft.

3. Remove and replace deteriorated ¾-inch plywood at parapet $ per sqft

4. Remove and replace all sealants and wetglaze windows above roof level $ per Lnft.

ADDENDA – Contractor must list number of Addenda issued.

Respondent has received the following Addenda to the Request for Proposals, but agrees and understands that it will be responsible for performing the Work in accordance with all terms and conditions in all Addenda issued in connection with the Request for Proposals, and that it’s Proposal will be construed to include all requirements of all such Addenda.

Addenda No.(s)

NOTE: Failure to acknowledge Addenda does not release Contractor from financial obligation to complete all Addenda.

Revised 2/2024

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 8 of 7

The undersigned Respondent has carefully examined and considered the Project Site and relevant conditions and circumstances for the Work, information and requirements set out in the Request for Proposals, the Drawings and Project Manual/Specifications, and the requirements of the proposed Contract Documents, including the

ODR’s Agreement, the Uniform General and Supplemental Conditions, Special Conditions, and Tex. Gov. Code pertaining to Prevailing Wages Rates, in making this Proposal. Capitalized terms used but not otherwise defined in this Proposal Form shall have the same meanings as designated in the Request for Proposals.

The undersigned Proposer further agrees to the following conditions:

1. An incomplete Proposal or one having additional information or other modifications or qualifications inscribed thereon, may be cause for rejection of the entire Proposal.

2. That, if accepted by the Owner ODR, this Proposal becomes a part to the Contract Documents upon the signing of the Contract Agreement, and failing to comply with any part of this Bid will be taken as failure of the

Proposer to comply with the Contract Documents, and will be just cause for rejection of the Work.

RESPONDENT:

Company Employer Federal Identification Number (EIN)

By:

Signature

Title Company Phone Number

Date Company Email or Fax Number

Company Contact and Address for Invoice

END OF SECTION

JOB:

DATE:

DRAWN BY:

TEXAS REGISTERED

ENGINEERING FIRM F-6498

1320 SPINKS ROAD

FLOWERMOUND

TEXAS 75028

(972) 874-1388

IN

D U S T R

IE

S ,I N C

ARMKO

CONTRACTOR SHALL VERIFY ALL

SUBSTRATES, DIMENSIONS,

CURBS, PENETRATIONS, ECT.

THOSE SHOWN ARE TYPICAL BUT

MAY NOT BE ALL INCLUSIVE

Copyright 2024 by Armko Industries

ISSUES

CHECKED BY:

THIS DOCUMENT WAS

PRODUCED BY OR UNDER

THE DIRECT SUPERVISION

OF REGISTERED ENGINEER

REVISIONS

ISSUE DATE:

07/08/2024 - Issue For Construction

08/09/2024 - Addendum 2

SCOPE OF WORK

23-1061-42

07/08/2024

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07/08/2024

ITEM NO. 1 - BASE PROPOSAL - MSC BUILDING

• WORK SHALL INCLUDE ALL LABOR AND MATERIALS TO PROVIDE A NEW SPF ROOF SYSTEM ON ROOF AREAS A, B, C, E, F, G, H,L, M, N, P OF THE WILLIE A. TEMPTON SR. MEMORIAL STUDENT CENTER BUILDING. ALL ROOF AREAS ARE TO BE TAKEN DOWN TO EXISTING SLOPED

METAL ROOF DECK. CONTRACTOR TO VERIFY ROOF DECK AND INSULATION AT ALL LOCATIONS.

• CONTRACTOR TO FLUTE FILL EXISTING SLOPED METAL ROOF DECK, TRIMMING EXCESS SPF FOAM LEVEL WITH TOP OF THE METAL

• FLUTE AND PRIME PRIOR TO FOLLOW-UP LAYER. ROOF IS NOT CONSIDERED “IN THE DRY” TILL FIRST FULL LAYER OF FOAM IS

• INSTALLED.

• CONTRACTOR TO INSTALL THE NEW 3.5LB DENSITY SPF OR AS REQUIRED FOR THE IMPACT PROTECTION SYSTEM AS PER MANUFACTURER REQUIREMENTS AND INSTALL R-25 INSULATION, IN MULTIPLE LIFTS OF FOAM, WITH A MINIMUM LIFT THICKNESS OF 1-INCH TO ALL AREAS

AND PAYING ATTENTION TO DRAINAGE TO ROOF DRAINAGE. ALL ABNORMALITIES IN THE FOAM WILL BE REPAIRED PRIOR NEXT LAYER OF SPF BEING INSTALLED. ALL DEFICIENCIES WILL BE CORRECTED AND REPAIRED DAILY.

• INSTALL MINIMUM OF 50-MILS OF POLYUREA IMPACT PROTECTION TO ENTIRE ROOF SYSTEM WITH SPOT CHECKS DAILY TO ENSURE SYSTEM MEETS SPECIFICATIONS PRIOR TO FINAL WALK AND SLIT SAMPLES.

• INSTALL MULTIPLE COATS OF SILICONE SOLIDS COATING TO ACHIEVE 30-MILS, MINIMUM, WITH BASE COAT A CONTRASTING COLOR TO THE TOPCOAT. AGGREGATE WILL BE BROADCAST IN THE FINAL COATING.

• CONTRACTOR TO INSTALL CONTRASTING COLOR GRANULE AS BROADCAST MEDIA AS WALKWAYS AND AROUND MECHANICAL UNITS. SESCO- RAINBOW GRANULE MIX.

• ALL SHEET METAL COPINGS, COUNTER FLASHINGS, PIPE BONNETS AND SLIP FLASHINGS ARE TO BE NEW STAINLESS OR KYNAR WHERE THEY OCCUR. ANY PARAPET COPING CAP WILL BE STANDING SEAMED METAL DESIGN WITH A 1-INCH VERTICAL JOINT AND HEM.

• RAISE ALL EXISTING ROOF HATCHES TO MAINTAIN MINIMUM 8-INCHES OF FLASHING HEIGHT. PREP AND CLEAN, PRIME WHERE

• NEEDED, AND ALUMINIZE ALL ROOF HATCHES.

• RAISE EXISTING THRU-WALL FLASHINGS, AS REQUIRED, AT ALL BLOCK, BRICK AND EIFS WALL SURFACES. NEW WATERPROOFING MEMBRANE, STAINLESS STEEL THRU-WALL PAN ARE REQUIRED. ALL BRICK SURFACES ARE REQUIRED TO HAVE A 3-COURSE BRICK REMOVAL TO

INSTALL REQUIRED SYSTEM, BLOCK WALLS ARE REQUIRE TO HAVE 1 COURSE AND EIFS WALL SURFACES ARE REQUIRED TO BE CUT 4-INCHES HIGHER THAN THRU-WALL LOCATION AND REPAIR AND REPLACE ALL REQUIRED EIFS WALL SYSTEMS. NEW PAINT ON ENTIRE EIFS WALL

SURFACE IS REQUIRED MATCHING EXISTING PAINT SURFACE.

• RAISE ALL CURB FLASHINGS TO A HEIGHT OF TEN INCHES (10") ABOVE FINISHED ROOF SURFACE WHERE NEEDED.

• CONTRACTOR TO INSTALL PVC CLAD METAL RECEIVER AT 10-INCHES FOR BASE FLASHING TERMINATION, ATTACHED TO EXISTING 3/4-INCH PLYWOOD AT PARAPET WALLS AND INSTALL NEW PVC KEE MEMBRANE, ADHERED, UP TO EXISTING STONE COPING SILL PAN AND

RECEIVER. MEMBRANE TO BE HOT AIR WELDED AT CLAD RECEIVER AND TERMINATION BAR FASTENED AT 12- INCHES O.C. INSTALL NEW STAINLESS-STEEL COPING AT BOTH CONDITIONS ALLOWING THE ROOFING SYSTEM TO BE TERMINATED

• CORRECTLY.

• CONTRACTOR TO RAISE EXISTING DOOR THRESHOLD AND INSTALL SILL PAN FLASHING, TYING INTO ADJACENT THRU-WALL FLASHING. CONTRACTOR WILL BE REQUIRED TO CUT EXISTING METAL DOOR AND INSTALL NEW WEATHER SWEEP.

• REMOVE AND REPLACE EXISTING ROOF ACCESS LADDERS TO INCORPORATE NEW O’KEEFFE 503-A STYLE ROOF ACCESS LADDERS TO MEET ALL OSHA REQUIREMENTS. NO PENETRATION SHOULD FASTEN THROUGH THE ROOF SURFACE TO MAINTAIN WATER TIGHTNESS.

REMOVE ALL VERTICAL PENETRATIONS THROUGH THE ROOF SURFACE.

• EXTEND EXISTING SOIL PIPES TO A HEIGHT OF EIGHT INCHES (8") ABOVE FINISHED ROOF SURFACE WHERE NEEDED.

• INSTALL SPLASH BLOCKS, WHERE NECESSARY, TO MINIMIZE EROSION OF AGGREGATE IN TOPCOAT FROM DOWNSPOUTS AND GUTTERS FROM ABOVE THAT ARE NOT IN CONTRACT. STAINLESS STEEL METAL SPLASH BLOCKS AT ROOF LEVEL AND CONCRETE SPLASH BLOCKS IN A

BED OF SAND SLOPING AWAY FROM THE BUILDING AT GRADE.

• CLEAN, WIRE BRUSH, TREAT FOR RUST AND PAINT WITH ALUMINIZED PAINT EACH DRAIN BOWL ASSEMBLY AND REPLACE ANY ASSEMBLY THAT HAS MISSING OR BROKEN PIECES.

• INSTALL ROOF DRAIN CLAMPING RINGS IN A FULL BED OF SEALANT COMPATIBLE AND RECOMMENDED BY THE MATERIAL MANUFACTURER. INSTALL DRAIN BOWL STRAINER.

• REMOVE, REPAIR IF NEEDED, REPLACE, AND RECERTIFY LIGHTNING PROTECTION ACROSS ALL ROOF AREAS, CONNECTING ANYTHING THAT IS NOT CURRENTLY CONNECTED AND GROUNDED. CERTIFICATION LETTER SHALL BE GIVEN AS PART OF THE CLOSEOUT

• DOCUMENTS. BONDED ELECTRIC IS THE REQUESTED LIGHTNING PROTECTION COMPANY TO PERFORM THE WORK.

• ALL MEASUREMENTS AND CORE INFORMATION ARE THE RESPONSIBILITY OF THE CONTRACTOR FOR BIDDING PURPOSES.

• PROVIDE A MANUFACTURER’S TWENTY (20) YEAR FOAM BLISTER PROOF AND LEAK PROOF WARRANTY.

• PROVIDE A FIVE (5) YEAR CONTRACTOR’S WARRANTY.

• ALL MECHANICAL, ELECTRICAL, PLUMBING DISCONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS IS CONSIDERED A TURN-KEY PROJECT, PRAIRIE VIEW A&M IS TO FURNISH NOTHING. ALL WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.

• ALL INSTALLATION SHALL BE PER NRCA, SPRI, ES-1, ASCE 7-16, THE SPECIFICATIONS AND MANUFACTURER'S GUIDELINES.

ITEM NO. 2 - BASE PROPOSAL 1- MSC BUILDING

• WORK SHALL INCLUDE ALL LABOR AND MATERIALS TO PROVIDE A NEW MULIT-PLY PVC ROOFING SYSTEM ON ROOF AREA J OF THE WILLIE A. TEMPTON SR. MEMORIAL STUDENT CENTER BUILDING. ROOF AREAS ARE TO BE TAKEN DOWN TO EXISTING METAL ROOF DECK.

CONTRACTOR TO VERIFY ROOF DECK AND INSULATION AT ALL LOCATIONS.

• CONTRACTOR TO INSTALL MINIMUM INSULATION THICKNESS TO MATCH HEIGHT OF THE WOOD BLOCKING AT THE EDGE CONDITION ALLOWING DRAINAGE TO EXISTING ROOF DRAINS AS WELL AS GUTTER AND DOWNSPOUT SYSTEM WHERE THEY OCCUR.

• INSTALL 1-LAYER OF TAPERED POLYISOCYANURATE INSULATION, MECHANICALLY ATTACHED TO EXISTING METAL ROOF DECK.

• INSTALL 1-LAYER OF ½-INCH GYPSUM COVER BOARD SET IN RIBBONS ON ADHESIVE PER MANUFACTURER APPROVED ASSEMBLYREQUIREMENTS.

• INSTALL 1-LAYER OF 90-MIL (NOM) SMOOTH SANDED BASE SHEET, TORCH APPLIED.

• INSTALL 1-LAYER OF 60-MIL (MIN) PVC KEE FLEECEBACK MEMBRANE SET IN ADHESIVE PER MANUFACTURER REQUIREMENTS AND ASSEMBLY MEETING LOCAL CODES.

• ALL SHEET METAL COPINGS, COUNTER FLASHINGS, PIPE BONNETS AND SLIP FLASHINGS ARE TO BE NEW STAINLESS OR KYNAR WHERE THEY OCCUR. ANY PARAPET COPING CAP WILL BE STANDING SEAMED METAL DESIGN WITH A 1-INCH VERTICAL JOINT AND HEM. UTILIZE KYNAR

COATED METALS WHERE VISIBLE FROM THE GROUND AND AT PARAPET COPING CAPS. OWNER TO SELECT COLOR OF KYNAR METALS.

• RAISE ALL EXISTING ROOF HATCHES TO MAINTAIN MINIMUM 8-INCHES OF FLASHING HEIGHT. PREP AND CLEAN, PRIME WHERE NEEDED, AND ALUMINIZE ALL ROOF HATCHES.

• RAISE EXISTING THRU-WALL FLASHINGS, AS REQUIRED, AT ALL BLOCK, BRICK AND EIFS WALL SURFACES. NEW WATERPROOFING MEMBRANE, STAINLESS STEEL THRU-WALL PAN ARE REQUIRED. ALL BRICK SURFACES ARE REQUIRED TO HAVE A 3-COURSE BRICK REMOVAL TO

INSTALL REQUIRED SYSTEM, BLOCK WALLS ARE REQUIRE TO HAVE 1 COURSE AND EIFS WALL SURFACES ARE REQUIRED TO BE CUT 4-INCHES HIGHER THAN THRU-WALL LOCATION AND REPAIR AND REPLACE ALL REQUIRED EIFS WALL SYSTEMS. NEW PAINT ON ENTIRE WALL

SURFACE IS REQUIRED MATCHING EXISTING PAINT SURFACE.

• RAISE ALL CURB FLASHINGS TO A HEIGHT OF TEN INCHES (10") ABOVE FINISHED ROOF SURFACE WHERE NEEDED.

• CONTRACTOR TO INSTALL NEW PVC KEE MEMBRANE, ADHERED, UP TO EXISTING STONE COPING SILL PAN AND RECEIVER. MEMBRANE TO HAVE TERMINATION BAR FASTENED AT 12-INCHES O.C. INSTALL NEW STAINLESS-STEEL COPING AT TERMINATION BAR.

• EXTEND EXISTING SOIL PIPES TO A HEIGHT OF EIGHT INCHES (8") ABOVE FINISHED ROOF SURFACE WHERE NEEDED. UTILIZE MANUFACTURER PREMANUFACTURED PVC PENETRATION BOOTS. NO FIELD WRAPS ARE ALLOWED.

• CLEAN, WIRE BRUSH, TREAT FOR RUST AND PAINT WITH ALUMINIZED PAINT EACH DRAIN BOWL ASSEMBLY AND REPLACE ANY ASSEMBLY THAT HAS MISSING OR BROKEN PIECES.

• INSTALL ROOF DRAIN CLAMPING RINGS WITH NEW STAINLESS-STEEL NUTS, BOLTS AND WASHERS.

• REMOVE, REPAIR IF NEEDED, REPLACE, AND RECERTIFY LIGHTNING PROTECTION ACROSS ALL ROOF AREAS, CONNECTING ANYTHING THAT IS NOT CURRENTLY CONNECTED AND GROUNDED. CERTIFICATION LETTER SHALL BE GIVEN AS PART OF THE CLOSEOUT DOCUMENTS.

BONDED ELECTRIC IS THE REQUESTED LIGHTNING PROTECTION COMPANY TO PERFORM THE WORK.

• ALL MEASUREMENTS AND CORE INFORMATION ARE THE RESPONSIBILITY OF THE CONTRACTOR FOR BIDDING PURPOSES.

• PROVIDE A MANUFACTURER’S TWENTY (20) YEAR NDL WITH NO LIMITATION OF REPAIR COST TO THE OWNER.

• PROVIDE A FIVE (5) YEAR CONTRACTOR’S WARRANTY.

• ALL MECHANICAL, ELECTRICAL, PLUMBING DISCONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS IS CONSIDERED A TURN-KEY PROJECT, PRAIRIE VIEW A&M IS TO FURNISH NOTHING. ALL WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.

• ALL INSTALLATION SHALL BE PER NRCA, SPRI, ES-1, ASCE 7-16, THE SPECIFICATIONS AND MANUFACTURER'S GUIDELINES.

ITEM NO. 3 - BASE PROPOSAL 1- MSC BUILDING

• WORK SHALL INCLUDE ALL LABOR AND MATERIALS TO PROVIDE A NEW MULIT-PLY PVC ROOFING SYSTEM ON ROOF AREAS K, Q, R, S, T, AND U OF THE WILLIE A. TEMPTON SR. MEMORIAL STUDENT CENTER BUILDING. ROOF AREAS ARE TO BE TAKEN DOWN TO EXISTING METAL

ROOF DECK. CONTRACTOR TO VERIFY ROOF DECK AND INSULATION AT ALL LOCATIONS.

• CONTRACTOR TO INSTALL MINIMUM INSULATION THICKNESS TO MATCH HEIGHT OF THE WOOD BLOCKING AT THE EDGE CONDITION ALLOWING DRAINAGE TO EXISTING ROOF DRAINS AS WELL AS GUTTER AND DOWNSPOUT SYSTEM WHERE THEY OCCUR.

• INSTALL 1-LAYER OF TAPERED POLYISOCYANURATE INSULATION, MECHANICALLY ATTACHED TO EXISTING METAL ROOF DECK.

• INSTALL 1-LAYER OF ½-INCH GYPSUM COVER BOARD SET IN RIBBONS ON ADHESIVE PER MANUFACTURER APPROVED ASSEMBLY REQUIREMENTS.

• INSTALL 1-LAYER OF 90-MIL (NOM) SMOOTH SANDED BASE SHEET, TORCH APPLIED.

• INSTALL 1-LAYER OF 60-MIL (MIN) PVC KEE FLEECEBACK MEMBRANE SET IN ADHESIVE PER MANUFACTURER REQUIREMENTS AND ASSEMBLY MEETING LOCAL CODES.

• INSTALL…